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Attachments B, C & E z r. m ' co ' iv N O e� .� 10 oCO 4 w ? Q Q may. ,4 r, , m ' F .;I': i :: rt, .,-. :-°-, @.;.; .4-r- ,-. , 1 CO w � Ctt oi 4. 0- o —o o A ,� '` ,: S - ...:. sx'"' ; _ _ _.....-4.- ; .,- ..e:5:. . i . c3.14,3 c4 'C 6i1 "'-":... . - . tea._ .. 0 rn r '£ /\ 2 9 §§ ® q 0 2 SZt m > I Z . i CL k& k . 0 - z \ k Ca A n@ ® r p k A 7 00 � k O CO $ Z rn P .� 0, \«���� o P < k\ %\ ko /- I. kq # mR A S- 2\ . x� 2{ rn •p�� 0, 0 -- w , , w� 0 x Applicant: Jason Walker ATTACHMENT E—Eve Trench Project: 40' x 80' pole barn Jason Walker—Building Plans-40'x 80' Pole Barn Parcel ID: 315.10-1-52 The eve's trench will run the entire length of the two building sides along and under the drip line for the building roof. 8" deep and 18" wide per diagram below Drip line 1 min rtir grt'rti '' 3' Crushed Stone 5 Crush Stone 0. min 111\ Non-vitoven Geotexthe Fabnc